Test 2021-04-02-5-2 (ASTM C39-17a) Summary

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Project Information
Project IdentifiersProject ID: 214562
DEA: 040J7104
EFIS: 0414000029
DIST-CO-RTE-PM04-SOL-80-1.8/4.4
Work DescriptionRAISE BRIDGE AND PLACE STRUCTURAL CONCRETE.
Location DescriptionSOLANO COUNTY IN VALLEJO AT VARIOUS LOCATIONS
Sample Information
Sample Taken Date4/2/2021 Sample Unique Key5
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing4/5/2021
Sample typeQuality Assurance A brief description of the sampleBariier/Sidewalk-Abut 1
The quantity of what the sample constitutes4 Cylinders From where was the sample collectedJob Site
First name of sampler or witnessed byMohan Last name of sampler or witnessed byAyadurai
Title of samplerTE Civil Laboratory sample identification7,28
The fabricator/manufacturer/facility nameSyar Lake Herman Transportation Laboratory (TL) NumberTL-502
Inspector Lot Number from the Transportation Laboratory (TL) FormNA Structure unique identifier23-0089
Structure nameSprings Road OC
Material Information
Material TypeConcrete The concrete mix design numberCT063AC5
The truck number from where the sample was collected8096 The batch plant ticket number from where the sample was collected88076118
Concrete batch plantSyar Industries Lake Herman The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedwheelbarrow Where the material sample would have been placed if not sampledJobsite Sidewalk
From Lot No. Bag Lot No.
Test Details
DIME Sample ID: 2021-04-02-5
DIME Test ID: 2021-04-02-5-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-04-30
Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 04/30/2021
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.97 in
Maximum load on cylinder 1: 140389 lbf
Maximum load on cylinder 2: 144701 lbf
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Compressive strength of cylinder 1: 5015.0 psi
Compressive strength of cylinder 2: 5169.0 psi
Compressive strength (to nearest 10 psi):5090 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point File
Test graph for Cylinder Code 1 of 2

Source: Bluehill Data Point File
Test graph for Cylinder Code 2 of 2

Test was verified on 04/30/2021